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Significant differences between tube types were observed and anisotropic material behaviour was apparent.
Material behaviour was described by the Drucker Prager plasticity model combined with a tension cut-off criterion.
Sensitivity of fatigue crack growth to the material behaviour was studied in two previous numerical studies (Pommier S. Plane strain crack closure and cyclic hardening.
A non-linear viscoelastic constitutive model for polyurea by assuming a separable time and strain dependent material behaviour was proposed in this study.
This material behaviour was implemented into a commercially available LCM-simulation software which was verified first using a simple plate with a sheared fabric, then using a double curved structure (hemisphere) with draped fabric.
The linear elastic material behaviour was assumed for the integrated chimney foundation soil system.
Similar(50)
The discrepancy with real polycrystalline material behaviour is largely related to transport in the accumulated channel.
Anisotropic material behaviour is incorporated without difficulties.
The polymer material behaviour is assumed to be elastoplastic.
Anisotropy of the material behaviour is generally observed after stretching.
Also the ability to consider temperature dependent material behaviour is implemented.
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